mohr criterion 中文意思是什麼
-
The rankine soil pressure theory is always accepted as the foundation of calculations of the soil pressure in practice. but as we know, the ignorance of the middle principal stress and the utility of mohr - coulomb strength criterion in the two - dimensional stress state make a blemish that the active soil pressure is bigger and the passive soil pressure is litter than the real
朗肯土壓力計算公式一直是工程實際土壓力計算的理論基礎，但是朗肯土壓力計算公式在推導過程中忽略了中主應力的影響，仍然應用二維應力狀態下的莫爾?庫侖強度準則，致使計算出的主動土壓力偏大而被動土壓力偏小。 -
The foundation of limit equilibrium method is based on mohr - coulomb strength criterion
極限平衡方法是建立在摩爾?庫侖強度準則基礎之上的。 -
The basal specialty of this method is just to consider static equilibrium and mohr - coulomb failure criterion of soils
它的基本特點就是，只考慮靜力平衡條件和土的摩爾?庫侖破壞準則。 -
The adopted failure criterion was a composite mohr - coulomb criterion with tension cut - off and the post - peak constitutive relation of rock was linear strain - softening
計算中採用了莫爾庫侖與拉破壞復合的破壞準則，峰后巖石本構關系為線性應變軟化。 -
The formulas of the critical edge load and critical load are expanded from the two - dimensional stress state to the three - dimensional stress state by using smp ( matsuoka - nakai ) strength criterion to substitute for mohr - coulomb strength criterion, and the new formulas are proposed in chapter three
本文將臨塑荷載、臨界荷載計算公式擴展到三維應力狀態，應用smp （松崗?中井）強度準則替代莫爾?庫侖強度準則，推導了三維應力狀態下的臨塑荷載、臨界荷載計算公式。 -
Because of the nonlinearity and complexity of mohr - coulomb strength criterion in the reliability analysis for shear strength parameters, modified reliability theory for shear strength parameters is proposed
摘要在抗剪強度參數可靠度分析中，針對摩爾庫侖強度準則方程表現出的非線性，給出了修正的可靠度分析方法。 -
The mohr - coulomb criterion assumes that failure occurs when the shear stress on any point in a material reaches a value that depends linearly on the normal stress in the same plane
莫爾庫侖準則假定破壞發生在材料中任意點的剪應力某一值，該值線性依賴于在該面的法向應力。
分享友人